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HomeMy WebLinkAbout1999 - San Gabriel Road 'won A A . '' 0 KEN WILSON � �., � 5571 �'�, N '' �� "�' � THE BENCHMARK FOR THIS SURVEY IS A BRASS DESK AT THE NE CORNER OF THE T` INTERSECTION OF PORTOLA ROAD`AND_MORRO ROAD SET BY CALTRANS AT PM 14.75. t .. r. BRASS DISK IS SET,,IN��THE�N��END�OF;THE�CURB RETURN HAVING AN ELEVATION '� _ 51.44 .-. U: ` OF 906.30 NAVD88. -" 8` I m P` _Ak 137p.6 FD 1" IP AT INTERSECTION OF SANTA LUCIA AVE AND FD Z CASCABEL AVE 11 LA IN X ­`OF E�mS6715 MORR(1 . � 85�-466-2445 4 ATASCA1 LRl CA �806-456-�0812 FAX HORIZON. CONTROL Sl TE M- AP NAIL AT�" TERSECT�oN N 0 T TO SCALE OF SAN" F ` LUCIA ROAD AND SAN G IEL ROAD 32 STA 0+ (SAN GABRIEL CL SHEET DESCRIPTION . .rAc�uE5 VAN z.�va�aR et�5-486-244s � 4�'f©9 LOCAL VERTICAL CONTROL OV R PAGETZ 1747 COTTON SPfNDLE5 54 ELEV 938.46 ;,tp�'N N7L501V' �STA 2+57 19.7' LT 2 .SAN GABRIEL ROAD 0+00 TO 12+00 ���� f N1 N 3 SAN GABRIEL ROAD 12+00 TO 24+00 6716 MORRO ROAD 9 6 ATASC°ADZRO, CA 92422 ' 4 SAN GA8" I E L ROAD 24+00 TO 31 . 63 10 6 CONSTRUCTION NOTES AND DETAILS 11 7 6 STANDARD DETAILS 12 UTILITY SIGN ATI 14 13 FI EP RTMENT ATE 1 8 �► t 8 F: A SAD►R UTUAL WATER CO. DATE" 17 -,PLAN ,FQ.� ,R n. GRA 1) DRAINA PACIFIC GA AND ELECTRIC CO. DA I""E = GE TH ROUGH LOT 5 ,' 15 E GAS CO. DATE ,. FALCON CA;t TELEVISION DATE. `°f 77 PA IFICr LL DATE I FLOW EXITS TO HISTORICAL DRAINAGE AREA 16 4 -ry- PI: AL SECTION A-A SAN GASA4tL ROAD N6$ I AYR V-DITCH WHERE SHOWN M 9► , VICINITY MAP �. 6" AC DIKE WHERE SHOWN ` RW ot RW NOT TO SCALE .. ,. 0 54' G GOON ,� y 6' P.U.E. X\ � lw 4 13 13 .4 $, 4.8% 8` 6' P.U.E. °�: � /O 10 y 10' DRAINAGE 2 � '. 38" C� � °� � � w►a P C? EASEMENT—"` �� ,, ,� p� � �M q�d`b'p' � i1�A�111 A A �,!► � +Y t �� ��9 ',t '� �.` � 6 MIN 2:1 CUT CROSS SEC11ON C- C ND NOT TO SCALE �b 10 WATER MAIN EXtSTiNG GROU �. � dl� -'A � si o 1r" � 942.0 F A s � I��tlt 1 " M4 CAMP 18 DEEP DIRT301, Y � ► _ " " C II BASE MIN. ' SWALE WIDE Ar - STRUC URA SECTION TO BE DETERMINED BY R VALUE — /� BAN �1} 04115.2" ��4J � � „ 2:1 SLOPE 4 s , GRT?69 QF` , � ��DN�►►�i, �iZ »r +r3/�► (�.:G+©Cr.Pr �� VV�,� .. / EiW ( «3 TYPICAL ��SECTIONB-8 � / ` . � SAN GABRIEL ROAD MSN p CONSTRUCT DRAINAGE SWALE WIDE AT SITE 6" AC DIKE WHERE SHOWN V--DITCH WHERE SHOWN / BOTTOM WITH 2:1 SIDE SLOPES :>:' ♦o40* ` / SEE CROSS SEC 10N C-C THIS SHEET : A RW ! 947. .z �"` « 50 G c -- ,.. G 5l\N .1� 2.8% i 69 4 13 13 4 8 2°le 2! � - a o'a°o °a•ar a4�a�°a° ori '"a ox a o °a i \ 2-�" w0 2:1 CUT SLOPE R 405.00 �. 12" \ ., MIN � L�309.93 `�"" • 24 �� �0 ,, rR,gC G ���,�: 950.0 FL T @ �''�, �, , ► „ PHtJN '" �°�®F! ,CG� C, Q 43'50'45" • �,r\ pVN ,� {p,► E�tSTING GROUND WATER MAIN0. ,. Ognl, .,.. • 10 4" GAS MAIN 12" MIN. 5 C�� Nor �,w -~ f, \. � I wo cove it Wilov 30 M fee i AVI 2 AC ON 8 CL it BASE MIN. \ STRUCTURAL SECTION TO BE DETERMINED BY . � � . .xyt , 2973 � '� s°'w 1 3 d�orA Tj�lw� ` 011 + o Z�t�C'J4rt�E7 Exp.3/31/03 8 *7 13 t�1 V`I" CoCj* .1 \ ♦ �0' PRIVATE �' 018 AC,,iG 'fC� �► '�`' Q ,. \ DRAINAGE EASE Tr Ls ��'/ - , \ CIVIL �. d ' x +�4.. \\ pit\�� '�o '! N,S R'VISsU� ,� F DATE D� CRIPTI0N v00 Aeclarla�'y_ 1 A 0CLOG 0rC.t V FS lz s u ; �t or 954.0 FL IM,PROVEMENT 2 lk �d5 3 �" t a+ o K- �, v�N ,,,.. Q (.- 01" \ ., GRADE TO DRAIN SO THAT WATER FROM `' g �' }� \ „ , NATURAL TO, ENTERS GRADED CHANNEL 42 O � I �C �t�,` WC� � '� o `'' r 09 SANGA�RIEL ROAD 4 . r N0. 3-31 w� ..� ciTY -OF ATASCADEROCA, {Fas 5 #:�� '?•»�'.»� _ DESIGNED Y: KDW SCALE; 1"=40 1 Rol ' *STEVEN JjaWST? RCE 297.43 EXP. 3-31--2002 MTV- �""-�.""��q,--� ... CHECKED Y: JAV FEBRUARY 1999 S H E.'E T yll JOB NUMBER "`M-125 DRAWN c,`': KD I • `-*`✓ ,W #,,,pn ma*-v^*x+.x+M•n"•n""nn.nw'r^^.+wu.nw,.+m'nwru.vwrnwww. •t H,,,• ..�f,•••• �µ.s+++^e'. w.f,rmayG°�nwswwxbNsra+uw.s n•aN,M^, 0 T GRAPHIC SCALE -' t Jy / TP `� -•�-----PROJECT BOUNDARY 0 ATAL 99-042 40 o xa 40 160 / te � � '•''~ "A'/'a„•' k••y, °"",ww.kq�•4 . ,� N wyrwaNwwwMYum,wwtNfutMWnr,R..Nnr+„'MnVo,,,e.WMM„RI. .u+,N.wweH , �' r.. 7jJ� EXISTING RIGHT-OF-WAY �� � y �✓ OF SANTA LUCIA ROAD -T-"-- , INSTALL SURVEY MON. AND WELL s V) V ( IN FEET } "�'" PER CITY S .. ,. v OWN_ ... .. . sM... -.. .�« SH d 1 inch - 40 ft. ,, ) w •, C) ST{NG i �' PROPOS L I �N- (TYP* STA. 10+4N T5 AL�`�"`I -r*'rR-*w aUA YLOT 2 INSTALL R STREET i ORi�wA'' � f 0 NAME SIGN W " 1M{T LINE �'�fS� '' ,� DETAIL W--2 ON SHEET 6 �-•� . rn G� PER CITY sT0 427 All,� He°iR � -_. W. .w...w_ . - ... � STA 0+00 SAN GABRIEL ROAD A- s �- MAILBOXES STA 50+00 SANTA LUCIA AVE GIDY POLE SAN Q�p� QG' ,. �. '� STREET SECTION r NAIL TO BE RELOCATED G d' � 4i �,r ,�' `�'� ,`�,M � ,�'' SEE SHEET 1 �----- ' 4�� 10' FROM EP �'q6 � EXISTING q . 19 ) , ° L=249.64 LS=28'36'25" CENTERLINE OF ti ''�-.,, �-.,, R '``�EX{STING t�E OF p.�',� o`� � A JOINT Y TRENCH ,,,SANTA LUCIA ROAD J ` �., , REWAY v �,r r ! } A GE OF BASE S ✓.. "'`• REMOVE ,50 °'' AS, ELEC, PHOI,yE PIN �p O , `° , • •/ W ._.....-.-- A 1 Ar EXISTING EDGE OF �� �" L� 1 : ",' ,,'`� �,,' PAVEMENT .� .r � •. ....,V....-•�•' . Q�12 .fid;¢}• r . .,,,'" , pERST•��TDRi,� D� STA. 4+95 1 TA •�,'" TYP. AS SHOWN ry LL FHP AMWC � `� -- ( ) ~� ' DETAIL W-2 N SHEET / " EXISTING `�••. RELOCATE 4" GAS MAIN ROCK WALL �' , `�. STA 2+08 TO 3 =250' �'' / , ., +55 , �p / � DEEP IRT .� ` •,,, STA 16 V•-DITCH (TYP.) AT ti S SECTION .(r-�'G �, --k INS LL 45 LF 1 " CMP �' R 5.00 , TOP QF � """p r � 12" HIGH ALL E SHEET 1 GP py�,0 �'� F D 0I�/' L 190.12 - .�ti5� �NSTALL """" EXIS ING CENTERLINE TO BE REMQVE '"" G �► � 9 NV �wll�l,i� X27034'37 �a� ',✓ TY 5TD 418 (TYP) ••� 01�` AN GABRIEL ROAD AS NECESSAI�f �`""" •>�',. �.. " INSTALL 3' X ;�t2l " D P ,w -,� ^� � �� CONSTRUC ``'� E��' EXISTING 1 A R MAIN `�� � `�• i � RSP BAC #2 ACK S RY ''� M "" " "� �...� w • . T'/ .," `.•`-'w. ' ""` S= ,S'•p �e.-.." A 7+50 IN + ` � EXISTING BUiLOfNG , '� M ` '` �``� �-. -� VALVE `z- .-� JCOMBINED DUTY / AIR do V EL. . •• " ---EXISTING FOOTING ..� ,. .. IN 1. W17 a ERV1 T '•). ''� `i / PER G STD. DWG HEET 6 .4..r FOR WALL .. `` .. U ,_ _. . W ..,... TO BE RlJA6VED AS NOESSARY FOR - ,'STRUCTION --,..,-- ' - TEDr °°` Ne , - ACfivit/ A .. i D� +ta "� t .' wY STA 8 � L "" - ✓. ,w-.. '.` , . ~ MID `~ D NL DFA " SH T CONS CT " 5' DE p �h6 C LAR P 3M - " GH P l 6 ' C EXISTING BASE DRIVEWAY �`�"'°��,�'``� ,°�"� L=262.47 -� A 38'4'2." S w µ .� 00 1100, M •w,,..w, -..f •� .,rwvww ^"."..n ,,,..+w"°+ ' STAW-1 6n •.+.,,......- 'r"",..,w..+.^^ ,.pp +r..wrw..nn ,wrv, /p '� �yp.••''y"'",ri � .•,,,,,,......,.,, ' ^° wwn.e,y'a^ ,wy, p' .`""k'"^«a... • °,....„,,, �"b•,. + " r^ 9" 4 •' .....,,..»..,r.....,+.^' ......,ti.w.r..,ti, . "`yA .-✓ �'".*N, y,.y '1� CONSTR RIV�"7"`� PER ,•-- w ,,, � W w.� - . -.-.. ,, � ._.,._,..r._....w...,.... -.•..~., ..,.... , ' ."`.• ,..° ,,,, ,. SH �� 424 ,a., ........... ,..w,._ _._.. ........M._..... ,. •- - _ �; `" .., '•. . - . . ,! ..r w �. ,•,,..,.w-",." 1,y .rwn,.aww""a"° w.,.,,,i,,.ww •+vS; 9 DE G DRIVE Y TCH EX ` -' � _ ..- �`Y:�..• r M ""• + 'r'I � '"""" .w* .~� w, ' w „ '� ` PR-0-"T--1D OUNDA Yu _w.. - w ,,�.... "" M ✓ ' t,, y . -Y ° A . M a, f '; ,, 5" 41) L HIGH POINT ELEV = 958.67 a HIGH POINT STA 6+98.61s�h1'�" -3 CMP PRt�P h�6t q(ogArC 9900 PVI STA = 5 87.33 P�"Q C�4tA1 *;0'3 'S tl T' b l N *G 99010 985,0 A.D. = --829 985.0 K = 48. 5 .98 0.0 400.00' c Now 980,0 975,0 95.0 21t 1+ PVI ST -- I 15.21 • �, PVI ELEV 939.46 00 Lo r' 970.0 A.D. = 3.02 STA +98 � cy) 970,0 7 0 0 PVI TA 1+15.52 K = 3 .15 INSTALL GATE VALVE PER STA 6 18 " AINTAIN 12" MIN. C EARANCE " vi U c7 965 0 PVI LEV 935.01 AMW STD. DWG W--3 SHEET 6 INSTAL 45 LF 18 CMP I CLEARANCE IS LE S THAN 8 PROVIDE: U > � •- 965.0 1OO.a0 VC M 954.E 14V.' IN ONC. SLURRY PER ETAIL D-4 SHEET �-'-� -I. to A D. --1.10 r- .- qp 952.0 I V. OUT STA 1 Q+QO ,... 96010 00 213 :f °) INSTAL ' FH PER AMWC S . DWG. W-2 N SHEET 6 0 1 960.0 ---= 00.00' VC tai W-2 N SHEET 6 .._,., _...... ---- .__,_, --r�. --__ > m U 955.0 nn 955.0 Lo Lo Ld 95ce0 �" �• :""�- STA 7+50 95010 INSTAL AIR & VA C: ALVE " .. ._.�- � PER AMWC STD. G WLy1 VS EET 6 (} t%i U 5�° "'� ---� --�' STA 5+17 TIE INTO EXI TING v 945.0 a vv m 6• " " 10" WATER MAIN 945.0 W w �..._. r " STA 11+88 W ,. AMWC TO INSTALL HOT TAP. STALL C900 CL150 P WATER MAIN -.-- SAVVCU T CO TRACTOR,TO PROVIDE MATERIALS. !N 0 INSTALL 55 LF 24" CMP 940.0 .--- EXISTIN CENTERLINE GRADE 96.1 INV. IN 4 0.0 STA 0+14 m ,.. - 944.2 INV OUT Y , Q 935.0 5.0 PROPOSED FINIII H GRADE ,..� EXSING 10" WA R' MI _ OR Z SCALE 1 "= 4 CALE = 4 AINTAIN 1930,0 M2" MIN. CLEARANCE 0 CLEARANCEIF I " PROVIDE VE SCALE 1 - SHEET CONC. U 925.0 925,0 " "" 9200 MA cM EXISTING A 920.0 PA EMENT (STA 0 14 FIN15H GRADE E V. (CL) C ) (TYP.) EXISTING GROUND E'-EV 91 .® S� •4% 6 ( ') 916.0 \N" M t'') tom• tT CT t` M © M .-+ Cn Pte• U7 m In P T O` (U d: tU 117 M (! !.0 '11 tD d` �0 I� I co U`� d � M IJO y4 Z w-i �V fi.... Li� V) rw i,J•� 1�J 'V w✓ �'•^ n4 r': ,,J 1 53, tw t7T N t Q (� C� �0 t1.� ��` (\ IIS y d" MLr) t"" (U �'J .-i �+ lf1 1`ti tT ., �7 cx 1 Z3 116 tx? Go c'� a) �X3 S. � (l «� ,� CC) "d t� ("� M et' "'t %T .�- � � Lo Lr) � ss3 �7i :n In a) C�T � � � � �tg � ��x'+ Q�`� (7� v"� 0� ON (7� 0 G� v� tT CIS cN t7'+ 0, tT ON ON a� tT cn U� r?� m 0� cr tT! � 011 Cn cr, 0� oti C1`+ Q� cr, ON p ©' O O C� CD OO O t i 4"� b CD O O CoCD Q O C> C) O O Ci O O $3. Q Co O C) C� Co O 0 ( C! LC3 C3 CD t 9 O d In d-�'• cs in 9 d Ca In O C) C In Co C u� O In g In u� O u� � � O ±+ •+ 'w tU M '�' d- to U7 � vIy r` tb 0D Co CD .� ,•- ru Co REVISION" O SA IPTION y JACQVZS V" Z.CvVWlN 805x486--2. 45 �z© a�e.4 wi Al G- ; m%jml%0ENGINEERING &r /A/ CO Q-10"4n &) l� RECO 6715 MORRO ROAD ATASCADERO, p��V 8j M RC.S 43109 `CA 93422 � IMFHOVEMENT PLANS rg 1747 805-466-2445 805-466-081 FAX) y VAN "N N•IZ.SON ZX 6671 u e'-s V#**1 SAN GABRIEL ROAD 03 GI El elo N0. 43109 EXPIRES 3-31-00* CITY. OF ATASCADEROs CA* 6716 MORRO ROAD � CAI.�� DESIGNED BY: KDW SCALE: 1"=40' A?'ASCdlySR®, CA 93422 CHECKED BY: JAV FEBRUARY 1999 SHEET PATE J08 NUMBER: M-125 DRAWN BY: KDW 777 1 �� �. r (k000* 0 CONSTRUCT GF APHIC SCALE IN o CONSTRUCT 36" WIDE 12" DEEP �� s f <<,• $0 40 ��n PAVED INTERCEPTOR DRAIN (TYP.) ,, ,� JOINT U !TY TR E N P..' • h ,�, AT ED� OF BASE ° , ` ..--� + .•. i ,h . G ,°�ELEC, PHON {.1 . LPT , , i inch -- 40 ft. INSTALL 84 LF 24" CMP _ w� FS R. �` d .: ..• ^ R AMWC 1016.0 INV. IN FLARED END SECTION. . •�• .... . .. 1 ♦ �. � M �, `'° • �, �ti .t� DQE O SL E � � `` �"• h �,� STA. 14+90 INSTALL F 10, 1001.? INV OUT ,fi--A , � S N x .., � DETAIL W--2 T 6 �" _, �, . -� w. � � � - ,n , INSTALL 3 X Id \2 05.00 `�''""' STA 14+93 ALL GATE VALVE .,_, -: ` " "�"' �y �`'� STA 17+ RSP 8A K G A U � P STD DWG W-3MEE 6 �... :..w'` �� - � C ,y c� ` .. ., 309.93 `� 1A, � I B E 5 "" --- _ °;; 0 t , l 043'50'45" ..._.. _ -- .. .. ` '`• , 7. :. g STRUCT R)VEWAY APPR ACH . ..�� " �' C ,.y" to u.run..n I • x a'•.Y e R PE CITY STD SHOWN FOR EACH LO •, � =6 39'42 ° COMB ED UTI LIT SERVI 9TYP ~,.--,, yy �, •M - -.` V .° �ry I' RED LL ., � 04,0 •, t r�� p 1r 'C:ARE ,18 , . �, sMn N I 030 1] cM ,z w « ^� AL i INSTA 20 L 24" W ;�.•.-..� ,..�-'�'" x ..,:. � � � �~�' ._.,.`" �..- � ri. -- ;M �� • f ' RET IN �'' DE IL R-1 SH T 5 � � -•,,' ti ,,• ' '' x STA. +0 INSTALL PER AMWC ,/'' , �' � ,:. .�''`' ,. � •- . ',t ,..-..�''� `` . AIL W-2 N SHEET tj y, P `s V Nv „✓'f „r `J A y' t 4. 'w,,^^-, a',4•{, F' ST ECTION� /77_.w..-.w_. �•� / -�'` S .I. ... "-INSTALL SU VEY MON & LL :,,-- , ,,,''• ,,A-" 1 ,,,,,,,,, "", ,, � �, ,,' '°` ,`. .. "'+'. , ✓ ice, .... ,„ "" r" wr''e�e� PER CITY S D. DWG 426 ( .) . �. -.,• , Y- ,--'` , � „� °° ,, STA 12+7. INSTALL BLO FF PER q "� -''' / '� AMWC STD. DWG. W-4 SHEE 6 y 1�� 1 _.1 r' 1..�. � E � , OVID owl STA 16 AT CO 5 F 1 ".CM �f k • .„ ,� w•.. •. !l"EXT . 11+88 r' FLARED END--SECTIONS � �� •* .' _ � �"` ,.� ``__ w INSTALL 5 w. �. �' .- N 944.2 INV. OUT 975. IN 68.z5,Af4�'' Fi • •^ �' ALL 3 X X" 4 DEEP f ! . t � ° ' � '.� 1/2e FLARED END SECTION JJ)1 r 1 , ,1 .w"`"'m.°"`"�"`^w". ! i`.r^.,,,F ,:. 'w... w , r ye" ,,,r^' �+w yr .,as�"Jf/' ty .y ,.r' �•/a v � h t't...... ^C -••,,�'.,.„,�."ro, a,,, "b,.�e'k,- ��`y�� AY'J ..,rrr �'�.% 1 T RSP B 2 VN S R �✓ \a7ri. q^"' f /v rJ W'a "« 5 4 CU X �J. 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'm`r ... `"" `ff ,.i'e• ~ � 1J f .°''r' �'a.em'0'^ `.w"'nwa*°+w+wa. .».e+ "'^°' Y ' "h`"' .." .•." /"• � �• `�' ,.,...,..-. � �" ! �. .,y '"`^, `•'``•. � � +, i' • r,r°'" �ry '•',�����.r r,,,.r^ yryti ,......a.H.m«.,....... ..,M""aw» i`J ." .r•"' yay "�, Y .,y,J •.'�..r'" � t''" .o°° ,./h.CJ ,.'"' ., , """.,,,,„ """,,, N •,.`' �`j 1 '' ,j �,.Of .s^"' mss*' 'm'w'• `«. �. "" .--+Grp' .......,--r-.-..,....w,,..,..,.,......,w.,-..,.....,,. ! f ,.eo'^' •,• ,.'"'`�,•. tiJ,,.. .t xx,,,s^` r i"''` ,r � 1070.0 1005,0 © rn PVI STA = 21+20.3 N 1065.0 0) ai PV! ELEV = 1026.5 1®00,0 00 + A.D. - 3.98 1060.0 w 200.00' VC Y ' U 995,0 U ' 100.00' VC 1055.0 w 90,® LOW POINT ELEV 950.48 PVI STA = 16+91.20 15.00% � ` LO POINT STA = 12+17.95 _ n N 1050,0 PVI ELEV -- 973.29 PVI STA = 12+84.64 985,0 PVI ELEV = 9 8.71 c� K •= 22.33 A N © '�� M0 1045,0 A.D. = 7.8 PVI STA- == 18+97.78 w K = 31.7 °' I'` PVI ELEV 1004.27 v > O v 980,0 "' A.D. = -5.00 w U-' .. 1040,0 250.00' V f ••Ld � / .. 975.0 > P. N STA 23+09 1 CMP 035.0 m 1 C /. p to STA 14+90 I STALL FH -'''� � •• ui O'0 + Lo PER AMWC DETAIL W-2 ON SHEE 6 oo �'' 1 O 3 O,O STA 17 16 nj m Of .. INSTAL 55 LF 18 CMP r. INSTALL 10" 900 CL150 PVC WA R MAIN 1025.0 965.0 U ,,,,,. -"'" 975.25 INV IN wlkl. 968.25 INV OUT ` 960,0 i 1020.0 EXI5 NG CENTERLINE GRADE . °''""' ,,..--�''"� MAINTAI 12" MIN. CLEARA E " w w o STA 12+17.9 LOW POINT INSTALL 10 C90 CL150 PVC WATER MAIN IF CLEA ANCE IS LESS THAN 8 PROVIDE " 955.0 INSTALL BLO OFF PER AMWC S D .-- ____ CONC. URRY PER DETAIL -4 SHEET 6 _._._ ._.,_ MAINTAIN 12 N. CLEARANCE 1015.0,__ IF CLEARANCE I LESS THAN 8" P VIDE DWG W--4 SH ET 6 ---- O CONC. SLURRY ER DETAIL D-4 S ET 6 36" MIN COVER 950,0 ,, 1010,0 c� INSTAL 84 LF 24 CMP ---�' - » N Ki / 1016.0 NV. IN ----- -- H 0 R I SCALE = 40' + 0) 1001 7 INV. OUT 9 4 5.0 "' PROPOSED FINISH RADE STA 14+93 \ / ''r 1013.0 AT CL 1005.0 INSTALL GATE VALVE PER VERT. SCALE 1 = 4 ,, �,j ,/ STA 2 +61 AT CL AMWC STD. DING W-3 SHEET 6 1000.0 940,0 I STA 2+50 INSTALL BLOW-OFF m PER MWC STD. DWG. W-5 SHEET 6 STA 20+00 INSTALL FH 935.0 995,0 FINISH GRA E ELEV. (CL) 930,0 EXISTING GROUND ELEV. �. 990.0 CD Cu lf) tU I'•� �.,, �.. Com} U7 �r �- d- t0 f�i `-� r� .d'. tas O ��, (�j °� p ",rs ca €.� .-, c CO CL! Int: © `, �` ('? I17 CO ; •-r d. I`' ; �' cx� r� iri C � V-4 °�+ .-4 vi CU v M h" M ;' U7 ` Lo `0 t0 ' Lo Lo Lo U7 +.n u s�. wa r � � t r• r�- art Olt e t .� a G� cva a K 0� m 0� tT �» Cn rn tT art (n cjy tT c�� Q� � tT r� f1� �a, tT a� C1� cry Q Q o o ..:, oma, o r, © _', Q ca 0 4», o o c� C14 (� �1 �-1 w t �^I ,s r-i .a e-1 . �-i K �-i ,µ� -1i .. V__4 �M r-i t v-1 e-1 V-4 w ® Q Q Q Q Q Q Q O Cl O Q Q Cl Q Q Q Q O Q Q Q Q Q Q Q 0 Q Q Q Q Co Q Q Q Q Q Q © � Cl Q ® Q Q Q Q Q Q Q C3 Cs Q Cs 6 6 Cs CS C IQ © Q O © Q © Q C5 d ® © © © Q Q Q Q © (n Q ({ © In © 0 Q U`) © 0 B L0 Q (1�'? Q (u tU wM-+ � •�- ,�, V) � � °+r•`' OD +W OS p+1 tU 0 tU tt l (U N M V .,.., .-4 .-4 V-4 .-o Cu tU Cu Cu (U CU REVISIONS DATE DESC:RIP110N BY JACQUES VAN UVENTER 806-466-2445 �„� D IJ MORRO ENGINEERING 14-113 -00 �i 8 v I i T t N Fa 0.0% Me M � RCE 48109 � 6715 MORRO ROAD ATASCADERO, CA 93422 Q�p�F.E. TE f74�' '� 805-466-2445 (805-466-0812 FAX) ° 5 AN IMPROVEMENT PLANS KEN IIIGSON ; . IS 6671 � t�tl�S°., V/� �{�1�T�`iZ. � � �✓ R SAN GABRIEL ROAD 3 � �"'' r: NO. 43109, �r71 E�r N 3 !~° ,� EXPIRES 3--31- s CITY Off' ATASCADERO, CA. 8716 AfDRRD ROAD CAI.�F DESIGNED BY: KDW SCALE: 1"=40' ...:�J ATASCADERO, CA 93422 CHECKED BY: JAV FEBRUARY 1999 DATE b-2�-•�9�� JOB NUMBER: M-125 DRAWN BY: KDW /6 �� T i -,,,«� � �� , A� LOT 14co� 1. LOT 7 }y � 94 0 YYY++•"`fff-fj-fj-fj...... < EXISTING FENCE TO BE REMOVED �" µ - TA 26+15 INSTALL GATE VA PER yy, R-500.00 AND REPLACED AT RIGHT-OF-WAY WC STD. DWG. W-3 EET. .c L=23.07 EN TE SIS f--"""` ,�' 0=2'38'37" d 2 z 'l' ) ATER �_ � to z 3 STA 29+10 INSTALL 40 LF 18 CMP 03 Q GRAPHIC SCALE c STA +19 -~ W69 o W/"ED END SECTIONS w ! LL f�""'. �� � � 1�72.3 INV. IN �o 0 70 �o so neo " INSTALL FH PE IWC t , ND W 25 H .�...-.�- a- z 1�7t•5 INV. OUT DET W-2 ON SH_EFR6"" y � U a INSTALL 1/2 CU. YD. ` ,���� �,; „� ,, �� �- �"` �� '""� -- ... -�..". RSPJ�AQKING #2 T I•• ' RELOCATE WATER METER �+ ( ) 4 � STA:. 92.35 f ` w � S=2. �' D �M�`" --� S PER ..-- w� tTIN FEET 1�- " , �` � , �1 ELOCA, AS METER ? I inch = 40 it. ` `"'`•� ,w — w OVERS w aNSTAi- A SHEE1 � T E OF 2:1 FILL OPE G OPE , • 175. 3 W ,� d A ( L- � U DE'CAiI. R LATE O�� E ISTING RIGH OF WAY Q�fiO 5 , q 31+32. 1 TRACT BOUNDARY --- IN TALL 6" AC DIK 11 31+63 END IMPROVEMENTS 40 v µ + M 0 GABRIEL 3f PH .,. — EM AC DIKE 1 «. ---- EXISTING AC ROAD RI T WA " P OF :1 CIJT SLOPE � - c r STA 6 C DI "" R Cl Y ST DW #41 (T XISlN13 FENCEx STA 3Oj�L0 D-Jjg INS" -..� -".. ~ ..... ,.. '� `b ; • ° E STIiJ G 4 w R M AI N'� ;c�...._ -w • "` .�, `3'T' 30+29 LOCATE T ,INTO � `*.k E STII��100-4AT "•-I�IAINL STA 30+88 END ` , --'' AMWC TO INSTA HOT TAP. MATERIALS TO EXISTING IMPMTS. BE PROVIDED BY ONTRACTOR. STA 26+82 HIGH POINT EDGE OF INSTALL AIR & VAC. REL. VALVE PER SLOPE EASEMENT AMWC STD. DWG. W--1 ON SHEET 6 "Ne ,,. (TYP.) .�- " INSTALL AVR'S ON BOTH 4" AND 10" LINES .. -"✓ CO TRUCT--36i WIDE 12 DEEP ^ ED TiRCEPTOR DITCH (TYP.) PROJECT BOUNDARY •: '' INSTALL RETAINING WALL PER ATAL 99-042 DETAIL R-1 SHEET 5 & STA-2 36" WIDE CHANNEL WITH Cv .M. - ,.�.. . '` AC 11 G #2 18" DEEP. ' NSTALL 36" CMP I D P I T WITH GRATE LOT PER TAIL 503 SHEET 6 'LACE 36 COLLAR OF RSP BACKING #2 1070.0 INV 1130,0 11.85,0 1125,0 1120,0 1120,0 HIGH PUNT ELEV = 10 4.45 11 a;5,0 HIGH POINT STA - 26 81.77 1115.0 PVI STA = 26+21.0 23 .1110,0 D. = —15.14 111010 K - 19.81 ORIZ. ALE 1 ��= o 1105,0 I 300.00 vc 5,0 VERT. SCALE LE 1 = 4 PVI TA = 30+67.6 4 a 1100.0 00 PVI LEV = 1068.93 1100.0 .D. = 1.56 ST 26+26 INSTALL FI HYDRANT PER AM C. + � K - 64.00 1095,0 STC. DWG. w a ON SHE ET 6 r__ O 1095,0 STA 26+1 INSTALL GATE VA VE PER "`"" N •. ' 100.00' VC AMWC. TD. DWG W-3 ON HEET 6 �, '� ~`` U 109010 U > EXISTING CENTERLINE GRADE 1090.0 CoN 1085,0 + � " / 00 1085.0 N w 10 8 �, m Coi � � � � � , 1080,0 w w �, '�~� _4.5 m m u 1075,0 -- U 105,0 1070.0 22 ERTICAL BEND INST LL 10" CL15O C90PVC WATER MAIN r 1070.0 AND 4" CL15O C9O0 PV WATER MAIN 36 MIN COWER STA 20+82 HIGH POINT INSTALL 40 LF 18" CMP �-- " "2.99gn ' INSTALL AIR & VAC. REL. VALVE 1072.5 INV. IN ��"`" 1065.0 i PER AMWC DETAILW-3 SHEET 6 1071.5 INV. OUT 1065,0 PLACE ARV'S ON 6TH 4 LINE STA 29+10 AND iol mg 1060.0 HINT IN 12"CLEARANCE MIN. RANCE THAN 8" PROM E 1060.0 F CLE NCE S LESS ° ONC. SLURRY PER DETAIL D--4 SHEET 6 PROPOSED FINSH GRADE 1055,0 1055,0 FINISH GRADE ELEV (CL) EXISTING GROU D ELEV, 1050,0 1050,0 Lri ® © ` r cru CO i i 0i CD � m m t-i r• %0 r, �: tla .�. t� �rj t .-i ra «j r7 :r� T4- CLI u� q OD I` P� N r,� 00 rJ UO 0 00 4 00 ri pp r� 00 cG� r., s� r, �r r,,, u i r,, ct w r"" w c C) Q q Q c Q C) C) Co CD C) C= Q � Q � C © © �' C Q � © Q � e-i -t v-1 .a v-•i .-t wrl v( t-•1 w! .-+ r-"1 .w r-i .t v-f r^i v-1 r, .-i v 4 •^-1 + Q ® Q Q Q CD ® C7 Q C) Q C) Q C o v_4 Q Q" C) Q O Cp C> Q Q Co Cl C� O Q C7 O Cs C9 C3 © C5 Q Cs Ci C5 O C5 C5 C5 M C� t!) Q L� © ttti Q Ltd © U) Q In Q tt� Q W (u (U N Al: CU CU CU (u (U W CU REVISIONS DA ZE DESCRIP11ON BY 1 t11 t-T l_t Fo 4- �lod r�,1 JACQUES VAN ZNVENTER 805--466—2445 (��- /Ac IAS 110 6 � MORRO E f$ "®o ~ l WE 43109 6715 MORRO ROAD ATASCADERQ CA 93422 pfESSI 1 VEMENT PLANS TE 1747 ' . , 805-466-2445 (805-466-0812 FAX) VAN �4 LS 5571LSON J4GQ UI �J' V" �e- ca 3 EA N e-*Je I IM—OAT EXPIRES 3-31- RQ O. 431051 � N GARIEL ROAD CIT) OF AIFASCADERO, CA 6715 MORRO ROAD O CAL%f DESIGNED BY: KDW SCALE: 1"=40' ATASCADERO, CA 934, 2 CHECKED BY: JAV FEBRUARY 1999 SHE' ET "� - DATE:�"�� JOB NUMBER: M-125 DRAWN BY: KDW V CONSTRUCTION NOTES MAPPI.NG SYMBOLS DETAIL Rawal TREE PROTECTION MEASURES RAILROAD TIE RETAINING WALL ENGINEERING DEPARTMENT AND THE ATASCADERO MUTUALMATER BY THE CITY 26. All saw cutting whether in Portland cement concrete or 1. NO CONSTRUCTION SHALL BE STARTED WITHOUT PLANS ATER COMPANY (AMWC). NOT TO SCALE THE CITY ENGINEER SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO STARTING OF asphalt concrete shall reveal ,,''a competent structural section MISC. S I MOL ATAS. STD. DWG. CONSTRUCTION. ANY CONSTRUCTION DONE WITHOUT APPROVED PLANS OR PRiOR NOTIFICATION and new paving shall be joined at this point. The structuralTO THE CITY ENGINEER WiLL BE REJECTED AND WILL BE AT THE CONTRACTOR'S AND/OR section shall be inspected by the City Engineering 1. ALL EXISTING TREES SHALL REMAIN UNLESS OTHERWISE NOTED. #5 REBAR 4' O.C. OWNER'S RISK. Department prior to the placement of base. -- G --- EXISTING/PROPOSED UTILITY - 2. ALL CONSTRUCTION WORK AND INSTALLATIONS SHALL CONFORM TO THE CITY OF 2. EARTHWORK SMALL NOT EXCEED THE LIMITS OF THIS PLAN. I7 INSTALL SURVEY MONUMENT 426 ATASCADERO STANDARDS AND SPECIFICATIONS AND AMWC CONSTRUCTION STANDARDS. ALL 3. LOW BRANCHES IN DANGER OF BEING TORN FROM TREES SHALL BE ---` x INSTALL TREE PROTECTION FENCING WORK SHALL BE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER AND AMWC. 27. An survey monuments within the area of construction shall be - y y PRUNED PRIOR TO ANY HEAVY EQUIPMENT WORK BEING DONE. [� INSTALL TRUNK PROTECTION STACKED RAILROAD TIES preserved or reset by a registered civil engineer or licensed land 3. SOILS TEST SHALL BE DONE IN ACCORDANCE WITH THE CITY STANDARDS AND surveyor in accordance with City Standard Drawing 426 and as 4. TREES TO REMAIN SHALL BE FENCED FOR PROTECTION WITH 4-FOOT BARRICADE MAX HT = 4' SPECIFICATIONS SECTION 11-351.1403 AND X11. 351.1404. ALL TESTS MUST BE MADE required by state law, Land Surveyors Act and Subdivision Map Act. CHAIN LINK, SNOW OR SAFETY FENCING PLACED AT THE DRIPLINE OR 428 WITHIN 15 DAYS PRIOR TO PLACING MATERIAL. THE AST RESULTS SHALL CLEARLY AS SHOWN ON THiS PLAN. 'I STREET SIGN II INDICATE THE LOCATION AND SOURCE OF THE MATERIAL. 4' 5. TREE FENCING MUST BE IN PLACE PRIOR TO THE ISSUANCE OF REGULATORY AND WARNING SIGNS PER I 28. All grading orother construction work outside of the right of BUILDING/CONSTRUCTION PERMITS FOR THIS PROJECT. CALTRANS STANDARDS 4. COMPACTION TESTS SHALL BE MADE ON SUBGRADE MATERIAL AND MATERIAL AS way shall not be permitted without written permission from the ¢► SPECIFIED BY THE ENGINEER. SAID TESTS SHALL BE MADE PRIOR ATO THE PLACING OF off-site property owner. SN STREET NAME SIGN 11 THE NEXT MATERIAL. .: P P y 6. TREES TO BE REMOVED SHALL BE IDENTIFIED WITH PINK OR RED FLAGGING. 7. ANY ROOTS 3" OR GREATER IN DIAMETER THAT ARE ENCOUNTERED DURINGoubs fm SAM& a E AV% 5. SUBGRADE MATERIAL SHALL BE COMPACTED TO A RELATIVE COMPACTION OF 95% 29. No native trees shall be removed without permission EXCAVATION SHALL BE CLEAN CUT BY HAND AND SEALED WITH AN APPROVED I I IN THE ZONE BETWEEN FINISHED SUBGRADE ELEVATION AND ONE FOOT BELOW. ALL i ENCASE RAILROAD TIE IN CONCRETE from the City Planning Department. Consult tree protection measures TREE SEAL. MATERIAL IN FILL SECTIONS BELOW THE ZONE MENTIONED ABOVE SHALL BE COMPACTED regarding grading near native trees. ; EXISTING JOINT POLE (PGE,PHONE) I I l 16" DIAMETER HOLE 5' DEEP TO 90% RELATIVE COMPACTION. g g g g I 1 4 . 8. VEHICLES AND STOCKPILED MATERIAL SHALL BE STORED OUTSIDE THE DRIPLINE OF THE TREES TO REMAIN. Q EXISTING UTILITY BOX (PGE,PHONE OR TV) I I I I 6. A REGISTERED CIVIL ENGINEER MUST CERTIFY THAT THE IMPROVEMENTS WHEN • D EXISTING GUY ANCHOR RAILROAD TIES (NEW) COMPLETED ARE IN ACCORDANCE WITH THE PLANS PRIOR TO THE REQUEST FOR 34• The contractor shall maintain two--way traffic at all times. I I i ra Tffic control shall be in accordance with the current Caltrans ---PH EXISTING/PROPOSED UG PHONE CABLE 4' ON CENTER A FINAL INSPECTION. AS-BUILT PLANS ARE TO BE PREPARED AFTER CONSTRUCITON LEGEND IS COMPLETED. THE CIVIL ENGINEER CERTIFYING THE IMPROVEMENTS AND PREPARING manual for traffic control and work area traffic control handbook. NEW LIGHT POLE AS-BUILT PLANS SHALL BE PRESENT WHEN THE FINAL INSPECTION IS MADE. No street or lane closure shall be permitted unless previously arranged for and granted by the City Engineering Department. TRUNK PROTECTION NEW PGE TRANSFORMER AD 7. CUT AND FILL SLOPES SHALL NOT EXCEED A GRADE OF 2 HORIZONTALNEW PGE SPLICE BOX TO 1 VERTICAL (2:1) UNLESS APPROVED BY'THE SOILS ENGINEER. �' � DETAIL R•�•••2 . 31. Contractor shad) expose and verify location and elevation of --.--x--•�•---x PROTECTION FENCING �'~-*- JOiNT SERVICE TO LOTS (ELEC,PHONE,TV,GAS) 8. AN INSPECTION AGREEMENT IS REQUIRED PRIOR TO THE START OF CONSTRUCTION. existing utilities, including storm drains, sanitary sewers,and P JOINT UTILITY TRENCH (ELEC,PHONE,TV,GAS) REDWOOD RETAINING WALL water lines, before ordering materials and/or constructing new 9. ALL UTILITY COMPANIES MUST BE NOTIFIED PRIOR TO THE START OF CONSTRUCTION. facilities. WA R ' SYMBOLS AMWC STD. DWG. 32 All manholes and valve boxes to be set flush with finished grade, 10. A CITY ENCROACHMENT PERMIT IS REQUIRED FOR ALL WORK DONE WITHIN THE unless otherwise noted. CITY RIGHT-OF-WAY. --- W --- EXISTING/PROPOSED WATER MAIN 33 All trenches and excavations shall be constructed in strict THE TREE PROTECTION MEASURES SHOWN ON THIS PLAN WERE PREPARED BY ME EXISTING FIRE HYDRANT 2 X 12 i compliance with the applicable sections of California and Federal OR UNDER MY DIRECTION IN CONFORMANCE WITH THE CiTY OF ATASCADERO 11. THE CITY INSPECTOR ACTING ON BEHALF OF THE CITY ENGINEERING O.S.H.A. requirements and other opilicable safety ordinances. TRE ROTECTION IREMENTS. EXISTING WATER VALVE DEPARTMENT MAY REQUIRE REVISIONS IN THE PLANS TO SOLVE UNFORSEEN PROBLEMS THAT MAY ARISE IN THE FIELD. ALL REVISIONS SHALL BE SUBJECT TO THE APPROVAL Contractor shall bear full responsibility for trench shoring EXISTING WATER METER OF THE DEVELOPERS ENGINEER. design and installation. -- �' ZZ NEW FIRE HYDRANT W-1 34 Pipe materials and installation procedure shall be in;.,,accordance ARBORIST DTE � NEW GATE VALVE W-2 12. THE STRUCTURAL SECTION SHALL BE BASED ON SOILS TESTS MADE AT THE TIME with applicable sections of the City and AMWC standard specifications OF CONSTRUCTION AND ON A TRAFFIC INDEX OF 6. and the manufacturer's recommendations. CAI AIR & VACUUM RELEASE VALVE W--3 WATER BLOW-OFF W-4 13. PROVIDE EROSION CONTROL PLANTING FOR ALL DISTURBED SURFACES OTHER THAN 35 Should any water system mains or services be damaged by the 0 NEW WATER SERVICE W-•5 I },l PAVED OR GRAVEL SURFACES, PRIOR TO FINAL INSPECTION. HYDROMULCHING OR contractor, the water system shall be repaired in accordance with PERMANENT VEGETATION SHALL BE ESTABLISHED. the standard specifications of the water purveyor (AMWC) 14. CONSTRUCTION CONTRACTOR SHALL MAINTAIN A CURRENT, COMPLETE, AND The water purveyor shall be promptly notified ACCURATE RECORD OF ANY AND ALL CHANGES FROM THE CONSTRUCTION AS PROPOSED and repairs shall be designated by the water purveyor at 4 X 4 TREATED POSTS IN THESE PLANS AND SPECIFICATIONS, FOR THE PURPOSE OF PROVIDING THE the contractor's expense. 12 GA. WIRE 4' ON CENTER ENGINEER WITH A BASIS FOR AS-BUILT DRAWINGS. NO CHANGES SHALL BE MADE x STAPLED TO 2X4 S WITHOUT PRIOR APPROVAL OF THE ENGINEER. 36 Except as stipulated in AMWC trench Deetail 101 and 102 trenches may be backfilled with native material or approved TRUNK PROTECTION DETAIL imported granular material with the soil compacted in thin lifts D-1 15. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY in the intermediate backfill zone er the radin s ecifications DETAIL ACCEPTED CONSTRUCTION; PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED P grading P TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SiTE CONDITIONS DURING in the geotechnical report. Trenches in existing streets shall THE COURSE OF CONSTRUC11ON FOR THE PROJECT, INCLUDING SAFETY OF ALL PERSONS be backfilled with clean, imparted sand material (minimum S.E.= AD OVERSIDE DRAiN AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY 30) for both initial and intermediate backfill zones. A sample AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR analysis by the geotechnical engineer shall be submitted four (4) ICON WILSON LS 6671 FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESIONAL'HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE days before intended use, far approval by the engineer. r 25" min PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE Backfill within the trenchs shall be compacted to a minimum cn w SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. relative compaction of 95% based upon the ASTM Test designations 9" D1557, D1556, and D2992. SAMPLE DRAWING: SILT FENCE 0 16. OFFSITE GRADING (IF ANY) OR OTHER OFFSITE CONSTRUCTION WORK NOT PERMITTED 0. WITHOUT PRIOR WRITTEN PREMISSION OF THE OFFSITE PROPERTY OWNER. 37 Jetting of the trench backfill may be allowed at they, 77RENCH POSTS AND EXCAVATE A 4x4 2. STAPLE WIRE FENCING TO THE D UPSLOPE ALONG THE UNE POSTS. CONSTRUCTION CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE discretion of the geotechnical engineer. 5Ts ©W RESPbNSiBiLITY FOR PROTECTION OF PUBLIC AND PRIVATE PROPERTY ADJACENT TO THE JOB SITE AND THAT HE SHALL, AT HIS EXPENSE, REPAIR OR REPLACE TO ORIGINAL M 6716 MORRO ROA "806-466-2446 CONDITION ALL EXISTING IMPROVEMENTS WITHIN OR ADJACENT TO THE JOB SITE WHICH 38 All water pressure testing of pipe shall be witnessed by A WC. AP'ASCAD.B`RQ, CA 806-466-0812 FAX a. i .20Thick NOTE: Cross section of slope ditch may, ARE NOT DESIGNATED FOR REMOVAL AND WHICH ARE DAMAGED OR REMOVED AS A be semicircu,ar, vee or trapezoidal RESULT OF HIS OPERATION. Z 39 PVC water system mains shall have locating wire per the standard a SECTION CSC details. SAMPLE DRAWING: STRAW BALE DIKE 17. AN EFFORT HAS BEEN MADE TO DEFINE THE LOCATION OF UNDERGROUND FACILITIES �. ,�Y - 10 MIN 0 WITHIN THE JOB SITE. HOWEVER, ALL EXISTING UTILITY,AND o,rHER UNDERGROUND STRUCTURES MAY NOT BE SHOWN ON THIS PLAN AND THEY; ._OCATION WHERE SHOWN 40. Any disturbed mail boxes shall be replaced in a manner approved "' -, .- ,,... _ 0 --- � �...r- ,42' IS APPROXIMATE. CONSTRUCTION CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE w AND COMPLETE RESPONSIBILITY FOR LOCATING'OF HAVING LOCATED ALL UNDERGROUND by the postmaster and the City Planning and Engineering Depts. ,_ ...- -•-• .., ,,� ..�.--„ `�" •w,� i!: !�:; ,►:�;:! : (� CQ i.i» .i '!ii�: iii ,✓ ._...,i �.,.•^.'.+�"`.� • �' --''' «..-•-•-."'" .w'" ""� FLOW ----------.•.-,.•- �••i i;i.i:i•i;i•:i:i•i: 'r� �' UTILITIES AND OTHER FACILITIES AND FOR PROTECTING SAME DURING THE COURSE OF '"'....-' " ! s!;'!;!;!;!;!;!;';:;!;i;;. ►�• CONSTRUCTION OF THE PkOJECT. /' ,/'' ►i :iu i:i: ia:' 4 VERTICAL FACE boo 1► 18. CONSTRUCTION CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 41. All grading shall be In conformance with the 3. ATTACH THE FILTER FABRIC TO THE 4. BACKFILL AND COMPACT THE 1-800--642--2444 AT LEAST 48 HOURS BEFORE BEGINNING EXCAVATION AND SHALL current U.B.C. and Atascadero City Building WIRE FENCE AND EXTEND IT INTO THE EXCAVATED SOIL. TRENCH. EM��DD�NC� 4! .DETAIL � , VERIFY THE LOCATION OF',ANY KNOWN UTILITIES AND WHETHER OR NOT A Regulations and shall be supervised by the soils engineer. 3 I .20 AC REPRESENTATIVE OF EACH COMPANY WILL BE PRESENT DURING EXCAVATION. SO. CAL. GAS CO. (8051) 964-7821 PACIFIC TELEPHONE (805) 541-1700 42. All grading shall be done in accordance with the grading ANGLE FIRST STAKE TOWARD " _ P.G.&E. 805 544--3334 SONIC CABLE TV 805 544-2618 recommendations stated in the soils report prepared b PREVIOUSLY LAID BALE �-----•--- = _ 2' R C SECTION DSD ATASCADERO MUTUAL WATER CO. 805 466-2428 ( ) P P P Y �� �"�"� .-_ ( ) ;, � i T 0 A INC.lA N 1 19 ,• ;••..;;•. � 19. ANY ALTERATION ORI RELOCATION OF'UTILITY FACILITES iN AREA OF CONSTRUCTION "' r' • ' ; SHALL BE THE DEVELOPERS EXPENSE ~°w , ' , ''; ',', "" "'• r r r. r, !.. WIRE OR NYLON .W.J ' 43. Areas to be graded shall be cleared of all vegetation, including �,,,.-- .,,,.-- w ~ •~ ' �; ' roots and other material unsuitable for structural fill and ~-� -'' '' --''' ,.-'' '' ..�� ,!! r 'j' •,�•;;r }r�, l ' BOUND SALES 4 .42 20. ALL BASE MATERIAL�AND ASPHALT SHALL BE IN CONFORMANCE WITH CURRENT • • >► ""� , scarified to a minimum depth of 24 or as required by the '' ---- ..-•-�" � �'' ,..-- � ��' � .' r'y��. �'�`'• Ct N't�JR� THE --- CALTRANS SPECIFICATION$. ...---- �,,•-,,,.:,r `! ` r` ` supervising soils engineer. --' -r,•� RUH «�,�!� '1,RwBARS, ,. . « �..!!..�Y » STEEL PICKETS, OR fi min 21. IMPROVEMENTS SHALL BE CONSTRUCTION STAKED BY A LICENSED LAND SURVEYOR �''� +••�.! 2 x z STAKES 1 1/2 TO 2 ` .... '°` IN GROUND LICENSED IN THE STATE OF CALIFORNIA. 44. All unsuitable soils materials, rubbish and debris resulting � � 1` from grading operation shall be removed from the jab site ��- 22 OF 90% RELATIVE ALL FILL SHALL ECOM ACTION.--PLACED IN BCOMPAC11ON TESTS OSHALL COMPACTED BE MADE AS DIRECTED. and disposed of properly. EXTENSIONIRINTO THE TRENCH. ANQHORi,NG DETAIL TYPE A DIKE BY THE SUPERVISING SOILS ENGINEER. 45. Slope construction including keys and benches shall be as i * DRAINAGE AREA LESS THAN 1 ACRE. SECTION Em-E specified in the soils report or as modified by the supervising FILTER FABRIC 23. ALL WATER MAiNS AND APPURTENANCES SHALL BE INSTALLED ACCORDING soils engineer. (ADAPTED FROM USDA, SOIL CONSERVATION SERVICESTANDARDS AND SEEMCAMS EM SOIL EROSION, COLLEGE PARK, MARYLAND. �[ j11.Y 1975.) OVERSIDE DRAINS TO ATASCADERO MUTUA WATER COMPANY STANDARDS. AND SWIMENT GONIHOL IN 46. In areas to receive fill the existing soils shall be scarified " ""� ARE NO SCALE 24. EARTHWORK ESTIMATE: and compacted to a minimum of ninety percent (90%) 1111M 1111 NOTE:THESE INTERIM EROSION CONTROL MEASURES MALL BE CALTRANS D87B INCORPORATED DURING GRADING BETWEN OCTOBER 15 AND APRIL 15 CUT: _ 9000 _,._ CUBIC YARDS of maximum density. Proir to placement of fill material, the OR AS DIRECTED BY THE COUNTY ENGINEER OR ENGINEER OF RECORD. FILL: _ 6500 __- CUBIC YARDS prepared area shall be Inspected and approved by the soils CO STRUCTION OF A SILT FENCE engineer. NOTE: EXACT SHRINKA�`GE, CONSOLIDATION AND SUBSIDENCE FAC TORS AND LOSSES (ADAPTED FROM VIRGINIA SOIL AND WATER CONSERVATION COMMISSION, DUE TO CLEARING OPERA-PONS ARE NOT INCLUDED. ESTIMATED EARTHWORK QUANTITIESREVISIONS VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, 1980.) ARE BASED ON THE DIFFERENCE BETWEEN EXISTING GROUND SURFACE AND PROPOSED SUB GRADES (2" AC ON $" BASE TO ASSUMED STRUCTURAL SECTION FOR ALL NEW STREETS) ` EXACT STRUCTURAL SECTION FOR EACH STREET SHALL BE DETERMINED BY R-VALUE TESTING. DATE DESCRIPTiON CONTRACTOR SHALL MAKS HIS OWN SITE ViSIT AND QUANTITY TAKE-OFF AND SHALL JACQUES VAN ZEVCNTKR 806-466-2445 4 BID ACCORDINGLY. -) -00 1� VII t,•T /!�1000 1M•'�`10*J 4 MORRO ENGINEERING RCS 43ios TN 1747 6715 MORRO ROAD ATASCADERO, CA 93422 Qsi 2 ��,� �F IMPROVEMENT PLANS 25. in the event; that the contractor notices irregularities in the KEN WILSON 805-466-2445 (805-466-0812 FAX) � VAN line or grade he shad bring it to the immediate attention of the R/� design engineer and ;the City Engineering Department. if he fails rte' ,�., SAN GABRIELGI EROAD to do so, the conte 'ctor shall be responsible for any error in the 4 �• rr� EXPIRES 3-315 grade and necessary reconstruction to correct such error. s CITY OF ATASCADERO, CA. E es V*#J wtve*p 5 5716 MORRO ROAD �' CAL IV ATASCADERO, CA 93422eve ] - DESIGNED BY: KDW SCALE: 1"=40' SHEET DATE b-2I-1998 CHECKED BY: JAV FEBRUARY 1999 6 JOB NUMBER: M-125 DRAWN BY: KDW I ' ii , DETAIL DETAIL DETAIL DETAIL DETAIL W-1 W-2 W-3 W-4 W-5 AIR & VACUUM RELEASE VALVE COVER -- DETAIL 112 A JCA MW_ a rJJmRANr' TAPE COA r Cr OR C'OUAL r .... :7• 7 F-. i. t w t v 1 ,._ ."`. COLD APPLIED CO City. J - o. ..�N• t. :;f f!' Z£> 'f!a, {7! � �1/70 4► SfE NO>E 0 r E. rr~I .:-r A tINU ` �' '4 l+"f SJt1EN7fAL ! ! CLOW i9.,.... ww. __ AYIWA 111 STO, CZ09 ^ _w COWER0 4 2 t GLOW 96�^ — a e J,~ 11 P Z 4tY 56S r t....y-.„...... `, r ! TER 512"E D cy FPC DEPT OP oN n • r�`r .7 314” 7 f �" 1 MUMER•-CENTURION A-411 ' SIDEWALK 1 11 r" DRY 6ARRlt..'t' � 4_...... YADTI! VARIES r-. .. ' ' 5'hn1-A�L.. .... .,.. ... • Q/.tL" N. N ,.�.,..w. r-SgLr tD D" TAPE ccAr cr OR Fcur COLD APPLIED COATING O�[3 Li' TRACER R CsNNECTIC._� IN TAS" fM AWWA SD. czpg 2. CiLY tK, F k /' ' , +'•. //// •' ''�>:•,':r.''.•A:; .:...:.r... ,Ky j"�1 _......_. !�, •nw.� ! :2 ,..R '`, 1, ,...h..•.,..:...,. ..nom-• n J ,,,,,•~^' ,� x �' �."'_'"" °E'fi 7_ M {`tom!' ,,,�..,.,.,. ,. MAIN TRACER WIRE CONNECTION ETAIL �.�:G!%xErti 1 �^ ..r..,... '.�. �t i t.. ..:-,-.�,«.. ." EPDXY CJATECr .I I r. 38"CLEARANCE AROUND FWC HYDRANT, 80NNET MUsr ar awt. �,r{• /,LL G� „w W 1 ,,;t t r J,;?f � j C4' ; " !y..A L LJE \ '1"xix "` t 2. ►4!IERE NO CURB OR SIDEWALK EXIS? P/riE HYDRANT SHALL BE (ASS fI. f t t'' r" .', 1 r� 2 ` l " •, /I, y F 17/ EDGE C7F"PAVEMENJ '� f `�. J DVC ... PLAN t �1 } r ,co - ti, � y ti ^� f LOCATED 0 FROM E'E OTE�" C � R �µ &» 1 _ _ s r:, `+ 1�1 MIM. \...:.•'' �fl� `. I 8RA5 �•'"'F'Ls ` UNOISTURS90 EArRIP 3. TYPE AND LOCATCQN TO BE APPRO'i BY A.M,W.C. AMV ATASCADERO EN" . 1"$ *.5 TE ,' PRE DE"PARTMEN i� r SEA, 4 VA 6__ eY ,., !l1CJE; E," G." C"i: � ..' w� �� _ _✓ `+ 4. ALL FIRE'HYDRANTS TO 86 OCT&A�'IM, UNLESS OMMM7SE APPROWO 1/�. r.• r)-PEAC!:� C»"L V, ANCitrCP, RrOL ra ;N/,L!�+1'.i----^-~--� Y m 1' c><'A.Sw .ti•cpt t 6 1 t1 "r' 1 p',r:r4"x1 Ifs"ANOtE C.•±'t'.`i � ° 5. DRAW ROCK 4WLL 99 PLACED vdrH A,M.WC:. APPROVED DRY BARREL HYDRANT5 f7t G fLJ S \ ! • °A , , _J su �, d. , •. Z t/2"OUTLETS SHALL EJE NArtONA4 STANDARD HOSE TNREAG. ! w .'" w_ - _ - cl 14 t �•�. '`►�`µ c:- s.. �.• �., .• ;L• � 1"CARP. srr�r�- MUELLER lt�-rCla46. J _2 C:' �vx :nom ::'J,! <.�I , �- ... •. .• � � 1f2aunETs sNatt 8�'uArrcwat srAnrDARD Pwar'ER nvR�'AD. � .... •.. ,.•-., M e e 1L. •. ' ' ' ,.•,— " ? to d,.x t 8„ L A:3 ..-i'v,w. 3"K h.• •` .:Y e s E Y AR ti RAN A HAVE S 1 4" VAL VF - C 3 f t:, 2 ALL DR BARREL YD 'TS SH LL E / c>,rCFI 0; } t. - l . Trs�. ` \ P 1"P0�YM)"itENIF " OPENING Aii 1 1/2'PENTAGGW OPE"RARNG NUTS , ', L?. W „ '1 � L :r r�'..a•!: .iC,�^Vf;�!°,....GC_.,.._°:'x y3 C-" i. ' :. 'y'' .,...� TUf3JN!i: CLASS.'�'©Q/Aa, ;.;r' r , � WATER IvIA1N �1 ANGLE'Scan: 5/8"AND 3/1"-MUELLER H-14.?Gw, SES-DETAIL fog � t �� ...�..._.�_,__.w.._p__� �' T3:"..';' •',' r-7i- ^" � ^ sw ,• T "1" -,E,1 1?H«•t4 ,5 1".w ..�,w .;.,,. ' 5/8 x,./4 x c3a !" UE10E 25 T A $PA NA 5 $"X3"DRILLED EIRE'AKAMtAY '� v-•� iIfYT3RAN R NGE Lt VE / sI 7 -.Q o; q,. -r t - --_ ,,. ,i_..,.. �.... .,, �� _ �'..... Y w -�" �•t ">•„ �N 4 {�JSTfG,{#EJ7 VAtVE:' JCJ>VES J19I)8, LIN MU5T HAA Ci,,^hDr1JG.I5. - is t 1 BOLTS tNSTAtLLO. .t � 1 AR N. _ PO 7i St(7P TO SURFACE � � �rt:� rpt,r,., ,r�,^„est c V. � A a "c i .. _c r� c w: 'h "r dfE TER BOX. a/5 ANI1 1 ME7LR5- gROQKS.ST7 QR H d C .37 CO. ti ACC, 2566 5 P,-MOVE PLUG ON DRY BARIZE'L HYDRANTS ONLY, c t, , r .'ACL Y E-N r:,xur T:},$llvc - P'(.AS,s� nc, ,PS I�"' _ THRUST BLOCK-CLASS f3.P.C.C,. SNtEtDE'D FROM fLAtdGE'S ANf� �• �. �r��.: -h:g .•• ,,'' ;,'�'. rr'','N. .�1; .,i:C:. PIFrf F"i�,"' 1G'”I+!�'�/M 9pC,rS, 4 SrMINIMUM$EARPNO Sii tE` •`�I',•. ,•�-,;;,: ', „' LOCA aF MEfEt7 TO 9E APPR04Et7 BY A.AI.NtG(SEE I1E"fAfl 1IJ,f r w N!2MS- ADA MLI t,LEiS'N 456 r . S STT( I ,... .. _ '�.:M t. SrD rii 1.�J.3 MR ME'TE'R SOX i0CA77" r 1y y �^! rFY A}�Jr`.•! 0 10 .�° , ` f..[�<:; � .. s� C L)'iG C',:t it�r:J�• ^r:.( ... P.r^. _ •e4: 'i r- ur•.: .. ,. !:; :7t:'!.�r••' .., '�E:.. PTER E --15 {� CHRISTY C-5 VALVE SOX AND CAP. _..,. "' :�''�� f' ". 0 USE;�14 GA. COATED 50ILIU COPPER TRACER HIRE"r'7s'OAf CARP. TO ANGLE" ~� c` C? C? ; 2. ALL TAPS TO BE MADE'9Y A.M.W.C. Sr4P ON ALL SERVICES OR rU MAIN CF' WIRE EXPSTS. SEE CONNECTION DE TATE. To (a1 RISER- 6"PVC SDR J5. �. CUNr�re`M SLUC.� r _ - I:rLIE?-TGA-- ,vt,Ire / •• HYDRANT WATER MAIN`^' , '� `,q FOR AC 17IPE: OM1 r7f GLAIR Jt 3 SE7?CES, 2 BAND. 1I : © 9f COLLAR- 4"LASS A F'.rC., 8-SACK ALLof4ED 7D CURE �� � — i,Yr;ti. r a�iLJ�,1.5 F3F r� fiOF'fil f�tFE' FX�J Na, f2U�SERCES, 2 BAND BODY NCGN S"TF?ENGTM Dl. 48 HOURSPRIOR RIDR TO FULL TRAfF1C. r' hA;N.- ~- T ,��iC " r r f:'.� It. FOR A:. r"•;^E: SART/•!RG.AIR .313$MES, 2 BAND. F'GW f'YL", C-•S�t7G!• JAMES,�MfE5 J99S, 2$A1++R!P. /, 1 It�^?,a.s• ``n �i °, J IJW �IfrN'1�t'il�� t 4Vf.` �._ F, ('•I �j... 5 Sf rj•. ,; ":•»'"`'`' 10 TAPPING SLE'E'VE"-- MUE"LL.Ct+H-615, A1,.,, CLASS 125. s 800' H? S"' 5E•kW 2 r3Arri� F 4'P l/^• gid M `'JGdv ,! I>'' C.' n: .%A F.•a ES 99�G, BAND 11"MIN. a;;'%r l•. '+ OR CLOW OR "T'. BtIGY iiJtiH S.RENGTrI Dl. 1�41,OR 9O 9RASS01. OR PVC E F rim WHEN NEcE'SaARY. TRENCH 8OTrOM `?r.'?;ti •;`` wry,, 17 TAPPING VALVE'-• MUE'LLE'R H•••&6F, RT O-RING TYPE, 't ii t'VATE.R li END C'Ai:� t'FIEPI WA?�R �Alr`i 13 LFS.5 (HA"Y ,:�Fi"DEEP. USE "': �; '.�J� w l: CLASS 125 OR h'E'siviNT SE'Ar GATE VAtVE 1"$>7ASS 90'$EF1D, OR�'•-•ryF?£.si�+w rhti.ar, y'""W U.S IN1�G. BRAT SMOOTH gr4,5, 4Q'•ROLL W10TN. FT'?ASS 4a' fiJf B.RGSi PIPE ,1) SPLIT IN SM1VE'L GLAND .SHALL BE OF`FSE'T rpav SPL;T �✓ SCH. 4o Pvc I"ro BE SI,�'E•D rcw 6/6"AND T"MEMMS r" P.C. CONCRETE$tOCK TNRUST BLOCKS SNALL t3E IN TAPPWO SLEEVE 9Y ONE 90t r POSIRON. ' .- : ► :iL'E»„ I":,^�,o,�:+� H»p t✓_�� IS NUB-••TO-NUS WD lh A "8"$-SACK C%p�CRE'rC 5f3Uib ON UNDIS IVR$ED SDIt 14 CA. CoA rm TR i YoR£, SRA SS N16,70 r pS r SALL, IALVE ,:�rF •4'MIN, 0CFA/t NO. APPRO D: ... w_ _ CEtAIt. ND. M, _ APPROVE', LrE'rAlt NO. APPROVEa' _^_ S C A p S C.A.p , ~ A0, - M4 iEe• r. =k ,. hi c A �� �... t l' , r� WATER SERVICE CONNECTION REVlSIUN,sr $ a FtEV+51pNS: A - E T� 4c .Z!i M�ML Y FIRE WYDRANTS �• 5 $ ` ,✓ r 2 BLOWOFF ASSEMBLY �, — 1.. 104 ;,PPkrrJE __ _.__..... "'""�`w Iifi7•1w. ,: ._ ...0............... .............. 1G 4�' r _ d� oil �=.fi.,/l.,lra 5 �1 C.A �r A �, K91�CA 212=348 xMtl • avi.s,c+,+r<- _ ... s WATER VALVE WELL , z3,fJ3 - ANCM R _-. ........_._........., ...._._ ..._.".w.... � � AIR &•VACUUM ., ........w_._.K..m.._.rv......__m.r."_._...._.._. �' & � . RELEASE VALVE a ?S i DETAIL D-2 NOT TO SCALE BASE SHOULDER AC ROAD Gh�pU�a0 �,�` 2:1 FILL SLOPE REV1SION5 APPROVALS ,� DESCRIPTIONS BY t7ATE APPkdV.ED COUNCIL 24 THICK RSP REVISIONS APPROVALS REVISIONS APPROVALS Cit, IESOLUTIOIJ NO. 28-.82 3 10 92 24 DESCRIPTIONS 8Y DATE APPROVED COUNCIL RESOLUTION NO. 26-•92 3/10/92 DESCRIPTIONS BY DATE APPROVED COUNCIL RESOLUTION NO. 26--92 3/10 92 BACKING #2 AT BASE - OF SLOPE A COVER LETTERED 2-1 Z4" "MONUMENT" OR DETAIL D-3 "SURVEY" BURNISH ENTIRE TOP SURFACE TYPE GMP PIPE NOT TO SCALE I -i1>�y 1 1 4" r rr rr rr r rr ii r rr rr r r 1 8 2:i INLET' WITH SIDE / r MAX OPENINGS PER 2:1 r DIRT V--DITCH QQ� rr rr STATE STD. MAX "THROUGH LOTS 1 AND 9 NO SCALE r rr r PLANS 6" AGG. BASE' LOT r rr DWG Nb. q75 1NES " rr rr 95% COMPACTION w-��... A 13-3 4 COMMERCIAL RED -'`'� rr r ,.....�,,. Gk/SANG 18" DEEP .., BRASS CAST IN SAND. r r 1'/4's ROUND LEAVE ROUGH. 2 ASPFq T ,,� N SIDE OPENINGS �.°{ 2:1 SIDE SLOPES ---.�... COMM IAL ,K�MpCONCRErE a� '� MIN. 12" LiENGTH `nl �' SID MIN 16MAX 36' A r ' TOP C3i= AC DIKE "� ..� - ""r TAPERED METAL INLET EN PER .STATE STD. PLANS 12 WIDE BOTTOM p JAZ MiN 12• MAXX 20 J D1kE 3/4" DIA. DWG. NO. D87--B LAN AVEMENI. ANCHOR OR PIN, TYP. THREE LASS Il `"-`-•...' PL,ACES• t' ;•'" "�"'» �»-„�•`''.;; 1 4�� AGG• BASE / FLOW INE PAVED GUTTER FLARE . . " , . . , , • • 12"CAE K0101 AC PAVEMENT NOTE: 1 tJ" .MIN. �,� EER •• 1. ENGINEER OR SURVEYOR SETTING THE MONUMENT SHALL * .,,� •� INDICATE EXACT POINT BY MARKING A CROSS ON THE CAP. DETAIL D--,4 NO SCALE `''""a;» HE SHALL ALSO STAMP HIS LICENSE TYPE & NUMBER. o-4 '' 2. MONUMENT WELL TO BE BROOKS PRODUCTS No. 4TT OR A NOT TO SCALE EQUAL. VARIABLE * TAPERED ROAD SECTION R z LETTERS DEPRESSED METAL ' 1/32" DEEP "U" CUT INLET 2" MIN. TYPE "B" AFTER BURNISHING. 6' RISES RING �' -- 5' 5' A.C. SURFACE SEE DWG. NO. 418 ,. VARIES 1I) TO i 6 2%q,,,.�,• FOR DIKE DETAILS NO SCALE 3' AC DIKE 7 13-3 -4 PAVEMENT p.s C A DF 6" MIN. CLASS li AGG. BASE :_ '- .,;;°; Q� �a '� KK `-✓ .. .".1:r' MATCH D.i, SIDE . z,, s" CLASS II BASE MORPRO ENGINEERING 10 C900 WATER MAIN CMP CULVERT (SIZE VARIES) :,.t`.r s::�'•: ..;. : •..,.::•;�;�:;.:,;..K;., OPENING ,r $(, r:.:° ,.,.._ �• �•,,•' Y .,,•,:�;,:^ .,°, TAPERED METAL t '-;t• ' ':,:`ti:` , •' '�" ,: INLET _~ 36" jd CMP bRAiNAGE 6715 MORRO ROAD"ATASCADERO, CA 93422 IF CLEARANCE IS LESS THAN 8" PLACE .Y,a... .t. r •..,.. _. ». ... .... CONCRETE `�" '".� 1 t/' 805--466--2445 805F=466--0812 FAX 2 SACK CONC. SLURRY AS SHOWN ABOVE " 10-1 4" DI 't� s COLLAR . CULVERT __ _ �• ' INLET N BRASS U. 1 ' �.>,;,�..•r�"""CONCRETE BASE OD SECTION �. CAP . SUR V�y o N U M SECTION A A * PAVING MAY BE REQUIRED BEYOND THE R/W LINE IF NECESSARY TO 2" GALVANIZED � .� IN SAG LOCATIONS USE 10' _ CONTROL SILTING OF THE GUTTER IRON PIPE FILLED LENGTH OF GUTTER FLARE WITH CONCRETE ON BOTH SIDES AND GRATED Q�oVEsS!oN� ...r• IMPROVEMENT PLANS DRAINAGE INLET. .p,►�sz� w��� VAN P.C. CONCRETE MAY BE USED AS AN ALTERNATIVE PER DRAWING NO. 423 NO SCALE DRAWN BY: CITY OF ATASCADERO DRAWN BY: CITY OF ATASCADERO tJRAWN Y: 'Ac. Oe5f v u uou),im 7 SAN GABRIEL ROAD DRAWING NO. R A.L. DRAWING NO. R,L.YV, CITY OF ATASCADERO N0. 43109 R.A.L. ENGINEERING DEPARTMENT ENGINEERING DEPARTMENT ENGINEERING DEPARTMENT DRAWING NO. DESIGNED BY: DESIGNED BY: + GNED �3Y: "ii �', ►• �-(, * EXPIRES 3--31-QO* S.J. . S.i.s. Cl TY OF ATASCADERO, CA. 2 T7: DRIVEWAY APPROACH L�-2.4 D 2 92 STANDARD TC1'EET MONUMENT 426 DATE: s� RURAL, DRAINAGE INLET' �0 '`� �- cA��F��� FILE NAME:Z22- WITH AC DIKE FILENAME: Fl NAME; ROADS WITH AC DIKE DESIGNED BY: KDW SCALE: l'i 6 AT424.D WG AT426«DWG A 03»D GSHEET $s DATE: x"21'"1999 CHECKED BY: JAV FEBRUARY 1999 JOB NUMBER: M-125 DRAWN BY: KDW